HomeMy WebLinkAboutNovember 05, 2002 Maps
UNPLATTF,D 58.103 ACRES
RlCIfARD 0. STEIPART
(VOLUbfE 769, PAGE 553, R,P.R.D.C,T,)
7,ONE A EXISTING LAND USE: AGRICULTURF.
PROPOSED LAND USF.: RESIDENTIAL
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MAR COURT.
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n y 1 2" i.R,F. ZONED SF-10 ~ N89 38 58 E 2381. 5
148.48 J _ _ _ - PRESCfl~ _ _ o _ _ _ _
o DDWNS-- DRIVE h 4 ~ ~ ~
11,366 sf C0 ~ ~ a 77.00 74.00 74.00 74.00 109.00 74.00 74.00 74.00 74.00 74.00 74.00 74.00 74.00 76.00 79,10 80.00 74.00 94,00 74.00
74.00 74.C
15ta9 _
il~ _ _ _ ~ N N (P A
1 16' O&UE Qp ~ U~ ~ ~ N N N N N N N tp 1 t0 Z ~ tD a ~ (D ~ m
1 ~ 2 ~ ~ ~ N 7 m g ~ ~ ~ Iw ~ 11 ~ 12 ~ 13 14 ~ 1~ g o N o 4 0
0 4~ § bo 6 rn w o 0 0 o b o 0 0 0 0
° 11,537 sf ° ~ o 0 0 9,546 sf ° 0 0 1 0,320 sf 9,546 sf 12128 sf ° 9,521 sf 9,168 sf
9,5q
r`A• ° 11,695 sf o 9,828 sf 9 54 9 54 9 546 9,804 sf 10,204 sf ~ 11,240 sf 11,240 sf 11,240 sf 16,556
sf 10,951 sf 10,393 sf ~ 6 sf 6 sf L 9,$46 sf ~ sf z z
0 0° W c~ 152.92 ~ ~ 80.00 74,00 94.00 .74.00 74.00 74.0 J
M y z v m O o 2 °i ~ 74.39 74.00 74.00 74,00 74.0 74.00 76,00 79'10 W i
6Q ~ 117 ° 74.39 0 rn ~ ~ w ~ , 06, sf o 77.00 R .74,39 N N N ~
N N N -j N ~ ~ 74.00 74.00 74,00 109.00 c ~ L N N cn ~ ~ N N ~ u, cn u+ u,
Q
~ ~ N N y ~ ~ ~ ° Q 1~ 19 ° 1a~ ° 17 o Ia§ Q 15 ° ~ ® w a ~ Z3 21
° 20 ° 19 18 Q 17 a ° a o °
I~ 155.14 3® cn U ~ r- ~ ~ 0 0 0 N 29 N ~ ° N ~ 24 ~ 0 9,250 sf 9,250
sf 9,250 sf 9,250 sf 9,500 sf 9888 sf 10,000 sf 9,250 sf 11 75 9,250 sl 9,250 sf 92` r> 27 ~ 2~ m v
9,304 sf ~ O sf
ti o 1 v u, Z~ 9,458 sf _
~ ~i 11,859 sf ° ~ ~ 9,661 9557 sf 11.77 ~ Y ~ ~ ~ _ q N ti 11 24 10,991 sf 15,034
sf sf 28.g0 7 74.0 94,0 ~ 11,627 sf ,256 sf ~ 8 sf 62.30 74.00 74.00 74.00 74.00 76.00 9.10 80.00
0 0 74.00 74.00 74.f I
a U a: ~ 74,55 45.59
2 ~ 151,91 74.55 ~ ~n _ _ _ ~ ~ _ _ A ~S89'42'24"W to9.a, - PARIF- DRIVE- ~ 1
~ ~ o 9516.39 D,IDU ~ ~ a x ~ 77.00 74.00 40.72 33.25 57. !1~ M ~A
~ ~ N 74.00 74.00 74.00 74.00 ~ °vw 52.98 ~ 41.87 12-80 5A9- c 74,55
32.14
]~°,ap~ wcwn ° 74.55 21.38 ~ - - - - J o 00 ~ ~ w ~a x~ Z 74.55 1~ 9 0
o ~ .86 rn rn to cn ~ 0 9 67 0 wz: NA '0 63.41 75 ~ w ~ ~ ~ w
cn o 0 0 5 sf o
e ~ N 0 55,29 74,00 33 87 ~ rn ~ ~ w N o 10,000 sf o --.r- w~ ~ 10.66
rn N ~ N rn rn rn o 125.00 ii
~ 1 ~ s.z - 6~ ~ ~ ~ 1® 11 12 13 14 15 - ] ~ w ~ ° ~ ~ ~ ~ ~
° ~ ~ 9 125.00 P
~ . ~ ~ ~ v N ~ 0.381 aC. cn 7 ° 11 22 1 v 12,350 sf 11,981 sf 11,604 sf ~ 6 sf 1,283 sf
a ~ ~ ~ 16,593 s .f#, 0 12,460 si cn 17 J ? ~ ~ 1.001 ac. w ~ ~ ~ J 9 12,204 sf
cn o
~ 43,603 sf ~'°o ~ OPEN SPACE 11,912 sf o 0 5 ~ 0 9,250 sf o ~ .a Z °
0 9 375 0 ESMT MAINTAINE 11,620 sf sf o R W
OPENN SPACE ESMT. J 11,154 sf BY H.O.A, 74:18' 74'la' 125.00 MAINTAI NED BY H.O.A, 11,710 sf 11,478 sf 74.1'8' 7418'
164.67
7418' ESA UNE 10,749 sf 74~ 74:18' J
1o9.2s 1 J ~ 4 --~,1 N8410 51 W ~ ~ ~
ui 12,558 sf o °0 9250 sf o 3 ,1 -74,1 r HICKORY CREEK ESTATES LTD. 25 22 0 0
175'0 ' 1183.77 VOL. 4176, PC. 239 125.00 45 33 W DETENTION POND R.P.R,D.C.T, 170.12 S$ (
) CONNECTED TO ~ 9.~
CHAUCER ESTA ~ J 411 7 TES PoNO 19 ~ J
"-'"fC ' OPEN
0 9,250 sf o MAINTAINII ° ui 12,959 sf o 0 0
' BLOCK A ~ 175.47 0 125.00 DET ENTION/R CHAUCER ESTATES TINA LAUER ~ J
CAD. Q, PG. 287 VOL. 4468, PG. 744 rn ? Jp
(P.R.D.C.T.) (R.P.R.D,C,T.) B~ o Z o W rn ° 9,250 sf ° N
ZONE SF-7 [c)5fi ZONE A ui 13,048 sf EXISTING LAND USE. SINGLE FAMILY RESIDENTIAL ~ 125.00 ~
O 14 ~ J
h M o ?
21 . ~ 0 1 ° ~ r. " ~I 9,250 sf ° ~ 11,531 sf a
EXISTING ZONING; SF-10 184,34 125.00
EXISTING LAND USE; AGRICULTURE
PROPOSED LAND USE: RESIDENTIAL -
GROSS AREA OF SUBDIVISION = 37.8 Ac. N87 42 53 W 121
NUMBER. OF RESIDENTIAL LOTS..= 78 + 3 OPEN .SPACES + AMENITY CENTER 1■■!
AREA OF RESIDENTIAL LOT USE = 20.351 Ac.
AREA OF OPEN SPACE DETENTION POND = 10,835 A .
urlull r, 1 UUIYINMI in. AREA OF AMENITY: CENTER 0.472, Ac. VOL. 3135, PC. 436 1, dx.
~ ~ 1111 11 "1 ! N 1 ~ n R'!7 1711 1 ~
(R.P.R.D.C,T.) r i try
AREA OF RIGHT OF WAY DEDICATION = 6.142 Aco ZONE A
AREA OF SIDEWALK = 0.754 AC,
AREA COVERED BY TREE CANOPY =-5.499 AC. [
GROSS LOT AREA OF SUBDIVISION = 31.658 Ac.
- _ 1 "i
"'4-
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_ _
1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLA
ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING UTILITIES AND BUILDING PERMITS.
2. ALL COMMON CARRIER EASEMENTS THAT WE ARE AWARE OF ARE SHOWN,
3. ALL LOT CORNERS ARE 5/8" IRON RODS W/ A RED PLASTIC CAP STAMPE[
50' UNLESS OTHERWISE NOTED.
4, ALL BLOCK CORNERS AND P.C.'S ARE 6" CONC. MONUMENTS W COPPER F /
5. SIDEWALKS ALONG TEASLEY LANE WILL OCCUR IN THE FUTURE WITH TEASLI
9,5 31 B-B 9.5 IN LIEU OF CONSTRUCTION, A SIDEWALK POSTPONEMENT ESCROW WILL BE I
WHICH WILL ALLOW ALL OTHER SIDEWALKS TO BE BUILT BY BUILDER, S IS A VIOLATION OF CITY ZONING NOTES.
SIDEWALK TO BE 4' WIDE AND LOCATED ALONG RIGHT-OF-WAY LINE. WITHHOLDING OF 1. IT IS PROPOSED .THAT THIS DEVELOPMENT
SHALL TAP INTO THE EXISTING 18" WATER LINE
6. TRAFFIC CALMING METHODS TO BE IMPLEMENTED AT THE INTERSECTIONS EXISTING IN TEASLEY ROAD,
TO BE DETERMINED WITH FINAL CONSTRUCTION PLANS, ARE SHOWN, 2. IT IS PROPOSED THAT THIS DEVELOPMENT SHALL TIE INTO THE
SEWER LINE TO BE CONSTRUCTED
4' 4' °ap cra~ePFn "pRfi~.i iniN, IN TEASLEY ROAD FOR THE PROPOSED WHEELER RIDGE SUBDIVISION,
PROFlLE STREET 7, AN AVERAGE OF 30 TREES PER GROSS LOT ACRE WILL BE ACHIEVED ON CONC. GRADE 6" CURB
SITE ALLOWING FORA 10% REDUCTION IN LOT SIZE
WALK " 6" CROWN HEIGHT
7 is F 7 16 T 8. DETENTION RETENTION PONDS AND OPEN SPACE WILL BE MAINTAINED BY F / r v - r~~7z _ n
- i~ ~ ii ~iti~~rsri~~rv ~ii~~~~~F~n.ir'i~"
sEE NOTES 9. N0 .DESIGN ELEMENTS ARE PROPOSED.
6 3
~ 0 10. ALL DWELLING UNITS WILL NAVE 75`a MASONRY COVERAGE.
~ 12' t2" ~ 6" LIME STABILIZED ~
SUBGRADE PER 11. STREET NAMES ARE SUBJECT TO CHANGE. CITY SPEC. ~3 BARS ®24" O.C,E,W. 10" ZAPS l
12. NO STRUCTURES EXIST ON SITE.
6" THK, 3D00 psi CONCRETE ~ t
13. DUMPSTERS WILL NOT BE USED ON THIS PROJE ~T,
14, NO SIGNAGE IS PROPOSED FOR THIS DEVELOPMENT.
TYPICAL PAVEMENT SECTION
N.T.S, 15, REFER TO TREE PLAN FOR TOTAL TREE CANOPY .AREA,
16, THE AMENITY CENTER MAY INCLUDE PLAYGROUND EQUIPMENT, BBO FACILI
DRESSING SHOWER ROOM, GAZEBO, OR SPORTS COURT. /
17, IN LIEU OF A LANDSCAPE PLAN THERE WILL BE SUBMITTED LANDSCAPE N
STATING "TREE REQUIREMENTS TO BE MET ON A LOT By' LOT BASIS AS P i
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I I I I I - . - - - - - - so' GRAPHIC SCALE
CONN. TO I i I I _ _ _ - - " I I I i CO N. TO I goo so o goo aoo
Exl a wATE~ I I ► _ - - - - I I - EX. 8" WATER I 45 I 45' I
Q 90 (1x i~'r ) 1 inch = lOD ft"
vi ATER N 8 W T~ ~ ~ I I
sa9•az 24 w
_ 8"SS--
8" WATER ,o sa9.4z 24 w c-8"SS--'
~ 74,00 74.00 74.00 • .c7--a"S$'""' 80.00 74.00 94.00
1/2 {.R,F, 79.10 J J ,48 " 74.00 74.00 76,00 J N N _ _
148 SS.....~a 4.00 74.00 ~ N N a ~ .1 f ~ 8 74.00 74.00 7 N N co
° 5 ° ~ c
~ 4 ~ 74Ap 74.00 j J ° 2 0 3 0 4 0 0 r ~ 74.00 109.00 J J
~ N b 1 ° o 0 0 - - ~ -
~ 00 77.00 74.00 74.00 J N o r J w J N N ~ ca 13 ~ 14 15 ° rn
~ 10 t0 11 12 0 0 0 ~
151.19 1n ? 9 a o ° 0 74.00 N w 7 w 8 ° o ° ° Z 74.00
74.00
~ ro 5 w ~ ° 0 i 74.00 94.00 ~ 00 ~ 2 3 ca 4 ca ° L ~ 80.00
m 2
N1 p~j ~ O I/) N N 1J N
° o ~ ~ 79.10 J J ~ N 111 lJt n 3 o y. Z O 76.00 ~ N N 74.00 74.00 74,00
J uNi ~ J o 14 0 00 ~ 74,00 J N cNn N ~ O c>' ° 16 ~ 15 °
74.39 74.00 N o 17
152,92 oD ~ ~ ~ 74.39 J ~ N N cn b 1 b ° 18 ° o 0 ~ .39 N 0 11
0 6 ° o K rn N c 74 ~ N ° 20 o i9 1$ o r
0 G b ~ 74.00 109.00 ~ N 23 N 22 to 21 0 0 r
~o 0 77.00 74.00 74.00 ~ F' N ~ o 2 w t0 ° 74.00 74.00 74.00 " N J ~ 24
" t F--
J cn 80.00 74.00 94.0 " ~ o ~ ~ w ~ 7a1o se 24 w g WATER
14 N N J 25 11.77 74.00 76,00 ~
155. ~ 26 y 28.90 p 74.00 74.00 74.00 " y 27 62.3 SS
0 0 29 28 45.59 ~ S WATER 30 74,55 " t.
rt0. 1 N ?4,55 ~ tea--8 SS--' 125.00
g,81 p 74.00 74A0 125.00 f„/'""\ 91 516.39 14 " 41,87 74.00 74.0 w o ~ ~ i_
151' 33.25 57.9 ¢..g SS g2,98 74.00 40.72 5 32.14 J o 16 0 °o °o 77.00 74, 21.38
- N o o 1r
4.55 in N ~ N L
SS-'"~'' .55 7 ~ ~ ~ ~ b 125.00 8 74 rn M oo w N ° 1~~~
~ 75.a ~ ~ ~ ~ 01 14 15 5.00 63.41 1 N oo N 11 12 t3 12 ~ 6 ~
55.29 74.00 66 33'a N w w o 0 10 A ~ 00 to. J o ~ 9 U 17 ~ ° °
ai J o N 7 0 0 0 5 o a
M ~ 6' 2 N ~ 6 a~ =tn o o R 125.00 0~
~ 5 ~ ~Z 74.1a 74.18
rn 4 ~ ~ -i~ 74.18 164.67 1 w ~ 3 a 74.1s ~ 4 A
~ 2 ~ ~ 18 .74,1 rn 18 ~ o b ~ 74aa 74, o o ° 6 yl 'f,
74.1a ~ ° t25.oo
149.26 M 170,12 ~ ~4.1a =
a 74.1a 19 n ~ 74.1 3 74.1s _ N
~ N ► O O
S 125.oa ' n 1 175.47 -
76.5 v A
Z o ~ O O ~ O O r
J
n 2Q 125.00 EX. SSMH ,77
Jp A
d ~ p O 1 O /~1 n IA O °
~ II a 125.00
184.34
z
S nitar sewer P Y
5 from ~ ownstream
6 R.O.W.
Water f
ca
SS U . k f i - i
Z ,
R.o.w. 25 W
Q
o Water service N 5 f om ~ TIC ~ -
R CALCULA WATE u s~ream Q P I
xs _ Z AVG. DAILY DEMAND
o TYPICAL MAIN LOCATION 79 UNITS X (3.2 CAPI ( +C1 l
W AND LOT SERVICE LOCATION ~'i
o PEAK DAILY FLOW 1~~
a X 25 = 44,928 GPCD 2, S
w PEAK HOUR FLOW i ' T
o 3 141,088 X 1.58 = 161 r~. ~a
0 0 r i
4 TI( CALCU EWER S
AVG. DAILY FLOW =
IT X 3.2 PER; 79UNS
O O N
PEAK FLOW = 4 25,28 N L 5.i- I. y~
O • F-10 M EXISTING ZONING. S ..r
a AND USE: AGRICULTURE EXISTING L
PROPOSED LAND USE: RESIDENTIAL 3 m -
a GROSS. AREA OF SUBDIVISION = 37.8 Ac. i
~ N~ ~MRFR ~F RESIDENTIAL LOTS = 79 + 2 OPEN SPACES
~ AREA OF RESIDENTIAL LOT USE = 20.400 Ac. N (ML
AREA OF OPEN SPACE/DETENTION POND = 11.258 Ac.
°g AREA OF RIGHT OF WAY DEDICATION = 6.142 Ac. mu
GROSS LOT AREA OF SUBDIVISION = 31.658 Ac.
s
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` ~ ~ ey ~ \ ~
~ ~ 1
1
1
1 so 1
1 \
1 1
1 f~ ~.~....r..ar 1 ~ ,I„ „le ~ 1
1 ~ EXISTING CONDITIONS -RATIONAL METHOD
1
1 ~ 1 AREA AREA EXISTING 10 YR EXISTING 100 YR
1 ~ 1 N0. AC. C 01.25 CAA Tc I,o in hr Q,o C.F,S, I,~ in hr Q,~ C,F,S.
1 , nsite Drains a Areas
1 1 1 1 1.10 0.25 0,31 0.28 20 5.0 1.4 6.8 2.3
1 1 2 65.20 0.25 0.31 17,05 20 5.0 85.3 6.8 144.9
1 1 3 10.20 0.25 0.31 2.55 20 5.0 12.8 6.8 21.7
! S- 1 1 1 4 ~ 1.30 0.25 0.31 0.33 20 5.0 1.6 6.8 28
~ 25 5.3 , 1 5 1.40 0.25 0.31 0.35 20 5.0 1.8 6.8 3.0
it 6 0.80 0.25 0.31 0.24 20 5.0 1.0 6.8 1.7
11 1 Total 103.8 Total 176.4
1i bti ffsite Drains a Areas
~ 11 OS-1 2.50 0,25. 0.31 0.63 20 5.0 3.1 6.8 5.3
~ 1 1 OS-2 27.10 0.25 0.31 6.78 20 5.0 33.9 6.8 57.6
1 QS-2 1 1 ~s OS-3 18.$0 0.25 0.31 4.70 20 5.0 23.5 6.8 40.0
OS-3 27.1 57.6 1 1 1
~ 18.8 40.0 1 1 1 OS-4 1.50 0:25 0.31 0,38 20 5.0 1.9 6.8 3.2
1 6 1 M OS-6 0.80 0.25 0.31 0.20 20 5.0 1.0 6.8 1.7
11 r OS-7 176.00 332.0 570.0
1 1 Total 395.4 Total 677,7
I 1 ndevelo ed flows - Bosin A Total 499.1 Total 854.1
1 1 N
I ~ 1 ~
1
~ ~ 1
~ ~ 1
~ ~ u~
~ ~
- ,
~ 1
2 IS I{ 16 IT
- 1 1
~ , 3. 1 .2 EE DR. 1e I
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1
1 3 8 7 9 11 12 ii 1~
, 1
rr m ~ 1
121t ~ ~ zo 19 le IT Is N 1
1
~ z t o i
DEL t~RR CT. ,1
NNEELfR
DGE ;r' I 2 6 .a s T a 9 1o n 1s GRAPHIC SCALE
1
is o e~
g ~ ZD to IT le I 13 2 1
1
i ~JJ u~ I~r
EADOWLA R. - 1 ' 1 1 inch = 200 !k
Z 3 { 5 7 LEGEND
7 i tX n
1 r
~ 1 a XX Drainage Area Number
Area •X.X X.XX --t00yr Runoff
4 ,1
1 2 3 5 6 7 8 Rational Method
f 2 3 I s 7 0 10 it 12 1 1 IS ~ 10 Q=CIA
3 ~ 1
•1~ Where: ,
2 D 12 4p 1 1 1 6 19 17 15 14 13 11 ~ Q =Runoff in cfs
~1 ~ o ~ 1. 0 C =Runoff Coefficient
I . \y~ Q , 1
o°° =Rainfall Intensity in in/hr
~ 1 s s ~ i A =Area in Acres
1 ~ ro 1 IY r 1 ~ ® , ,
u s~ t 4
~ - 3 F ~O ~ ~ 4 ) 1
10. 43 4
® s 0w DRAINAGE DIVIDE LINE
19 3 ~ i
- _ ~PtiP
~ Y 1 1 ~ ~ ~ ~ -NATURAL DRAINAGE DIVIDE
.3 7 ~ QS-B ♦ / c , ~ 1 / ~ LINE BETWEEN UNNAMED
0.8 1.7 ~ / TRIBUTARY OF GARZA LITTLE
a N
i ELM LAKE AND CHAUCER ESTATES
~ ~
m 1 r'i ,
m
m
0
a opp4000~ ~
0 r; N ~E qF PF~4p0 d ~P 9 0
O THESE CONSTRUCTION PLANS WERE PREPARED v°~y;' ~r~00
O l~ UNDER THE RESPONSIBLE SUPERVISION OF CLYDE o,~;, 0
.a L. SIFFORD, REGISTERED PROFESSIONAL ENGINEER 0 CLYDE 1. SIFFORD 0
N0, 35615 0~0: ,~$5615~~.~.,~.~,.d
N 0 Op~~'•~.,.,,... e
10
Q~` 4~oepp~'b
W R e cis e
v DENTON COUNTY, TEXAS p
g W
m CY3 NO. DATE BY REVISION DOWDEY, ANDERSON & ASSOCIATES, IN
8 0 5225 VILLAGE CREEK DR., STE. 200 972) 931-0694 PIANO , TE `
DESIGN DRAWN CHECKED DATE SCALE JOB SHEI
RMH RMH CLS 6/01 1"=200' 100-019
0 0 J on
9 PLATE NO.: 9
m
a`
DETEN110N r ,
w w4 Calculations for Basin A'
1 Present Conditions
1 1 Tc (min)
20 1
i Future Conditions
1 so Tc (min) 1
1 t5 i
Check Various Storms 1
1 Time min w1w w~rww 1 r www ww~ 1 10
•ww9rwww ww 1 1 w 9~ 20
♦ 30
1 40 1 ~
1 50
1 j 1 sD 1 ~ Inflow =.Storm Duration x Res
i 1 / Outflow = i 2 inflow duration
1 ~ 1 Storm min ~ww wwww.ww 1 -
1 ~ t0 Inflow = ,
1 Outflow = ,
1 1 ~ S1 -
~ 1 1 20 Inflow - ~ 1 25 5.3 Outflow = ,
~ 1 inn ~r~-
1 1 1 30 Inflow = ;
r 1 ti 1 Outflow = , 1 1
1 z
~ i 40 Inflow = 1 1 1 Outflow = ti
1 pS-2 i 1i
~ OS-3 TS 1 21.1 57.6 1 50 Inflow = 1
18,8 40.0 1 outflow = 1 1 1 ' {
6 1 11
1 1 60 Inflow = i
1 Outflow = 1 1
1
1 1 --T -
~ 1 Maximum Volume
~ 1 1 ~ 1
1 ~ 1 Detention Calculations are k
♦ 1 ~ 1 remain natural. Areas 5 and
~ 1 t Denton
/ / ~ ~ D
' Ij
1 z u 11 1s 1T
~t I Existin Pi
1 9 1.5 .2 3. -Year
~E oR. 100 ~ 18 ` J
Basin Flow 1
♦ a A 141.7 11 17 19 1
Z ;
1 Existin f ~ rx zo ~ 9 a i 1
50-Year ~ 19 18 IT Ig it t~/y 1
Basin Flow r w i
z A 131.4
0 1~ ~r~ ~ DEL MAR CL ~ 1
WHEELER ~ ~ ~ tl Exls ng f i
1 2 s ~ s DGE >i 4 l0 11 1x 25-Year
1 1 ~ ow Basin FI
• A 108.9
: u r,..~ m 1e n 18 11 1s 2 1
1
Existing f 1
EADOWLA S`~DR. 10-Year r 1
Basin Flow ~ i
s T ~ i A 86.9
,x 1 7
Ezistin r 1 g
~ - 1 5 Yeor d ~
Basin Year Flow t
~ A 76.5 1
1
l i
i 1 3 7 ~ f0 11 f2 t i IS 1 2 3 S 6 7 8 " 4 5 \ \ 9 f0
- J V,~, 1 } f
+1 2 0
23 20 I 1 1 B r$ 17 15 t4 IJ It \ ' 1
o P 1 1. 6. I ~o~
ewe 1 ~~o
$ s ~1:
is t ~ 1 ® , s to I ~
~ ~ 4 17 5 7 ~ 3 ooF , , .
r f.
~ 1 $ 10. 43 4
6 ~0 r 1
rs! J o 1 x ~ ;i
~ ~ 1 JG ~
~ ~
Q Q ♦ .3 1 T ~ 1 q OJ-v
I 1 i I
I
~
~ ~ i
~ PROPOSED CONDITIONS -RATIONAL METHOD 1
PROPOS R P 1 m ED 10 YR P O OSED 00 YR
Q I q Without With ° AREA AREA I,o to loo loo
~ ~ Area No Area Detention D C C 1.25 C A Tc In hr C.F.S. m hr C.F.S. etention 4 N0.
AC.
N r!_ - ~ ~ t
a Onsite Drains a Areas N
0.25 0.31 0.61 20 5.0 3.0 6.8 5.2 1 1.10 5 2 s 1 2.43
7.14 ~ 0.50 0.63 33.57 ~ 20 5.0 167.9 6.8 285.3 2 68.20 285 2 6 145 ~
a 3 10.20 0.50 0.63 5.10 20 5,0 25.5 ~ 6.8 43.4 3 10.20 43 22
a 4 1.30 0, 70 0.88 0.91 24 5.0 4.6 6.8 7.7 4 1.30 8 3 i
~ 5 1.40 0.90 1.00 1.26 20 5.0 6.3 6.8 9.5 5 1 .40 10 3 ,~i
~ 6 0.80 0.90 1.00 0.72 20 5.0 3.6 6.8 5.4 ~x ~ i •1. J,
6 .0.80 5 2 ° Total 210.8 Total 356.6 a
o
Offsite Drains a Areas a Offsite Drains a Ar n. Af+ A n en n ne n 7~ n B7 nn C n 7~ l_T
n e 7 f ~
~ w-I c.ov V./-U v.oi v.va 4v o.v o.i 0.0 Z)•j OS-1 2.50 5 5 U i T Ur UtN I UN
g OS-2 27.10 0.25 0.31 6.78 20 5.0 33.9 6.8 57.6 OS-2 27.10 58 58
OS-3 18.80 0.25 0.31 4.70 20 5.0 23.5 6.8 40.0 OS-3 18.80 40 40 DENTON COUNTY, TEXAS
OS-4 1.50 0.25 0.31 0.38 20 5.0 1.9 6.8 3.2 A No. DATE BY REVISION DOWDEY, ANDERSON & ASSOCIATES,
IN(
~ OS-6 0.80. 0.25 0.31 0.20 20 5.0 1.0 6.8 1J OS-4 1.50 3 3
OS-7 176.00 332.0 570.0 OS-6 0.80 2 2 5225 VILLAGE CREEK DR., STE. 200 (972 931-0694 PLANO , TEXT
Total 395.4 Total 677.7 OS-7 1570 .570 DESIGN DRAWN CHECKED DATE SCALE JOB SHEET T
$ Develo ed flows - Basin A Totol 606.2 Total 1034.3 s a
RMH RMH CLS 6/01 1"=200' 100-019
PLATE No.: 9
~ !
21
f
8
w 1 7 LEXINGTON PARK
• PHASE 2
14
6 17 16 15
25 25 24 23 22 21 20 19 18
30 29 28 27 3P 31
d 5 nzt .n43
STREET 'D'
7~4 4
11 12 13 14 15 3
6 7 8 9 10 4 1 2 3 4 5 1 2 1129
7S] .754 ~ 1126 '7ss • 3 1141 ~t12e
W 10821
h .tom W 108 •1080 .1088 O W lolobs• 110 91oe1 21 20 19 18 17 16 0
~ + 1o1e 23 22 os•a F N
1076 10 0 1075 to 2 1030 1074 ~ :1°9°091 15
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25 j 1 ~ iaoss
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i 27 r1 ~ i6w~°9 29 28 1044 'ooS aos '
30 •1oa + 1043
.1a4 1065 as1 STREET "F" „"i ~ s: cool loso~osios2 .995
X9•'6;b1 .764 X83 .fat •~94
•7Sb 1783• •S 10400 ~99i 6
839 6842 769'7 78J10000997 0 96 X92 ~ 16 831 7j1. 770 ' 778 1~ 1039 999 988 14 15
J yy 780 tsi4 e36 ? n~n87 779 7b4 967 1096 . ~-1099
1 f 7•~ • 19 ~ 6 763 979 978 071098 .8~ 1 S82 ' ~ • . A78 h • 1 26. Id 1S 7~j9t 90
98S 9~ ~9~ 971
9S8 f88 rez~ 7 M .9b1 ; 91s .1095 5 960 ~fB2 • 181.811761 •0794 ~ 982 914 959 9S7 824~4p ~
pgp~ ~7:
~ 981 948 m ~~~3605 .972 ,401 9~sss 4 1 ~ 6 z~• +a19 is e~ 7 •~6 .yn 11 17
~7 ~ 9! '`s• ~ 604 19b 600 .910 9~7 038 3o 042 7~4 12 13
93a ~3s wa ~ eo3` got t 0
935 31. 919 91890' 857 y 8434 9 .1094 930 9 941 sst e49 7 8 riot 18 4 e4s
944 93~~e ~2y0~' 8~81~ ~ g~8Mb846 "950 6 ~4 , 17+ ~3'. 1 ~ ` .B1e 5 484• .1149
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u WIT Ur UENION, DENTON COUNTY, TEXAS
0
0 0 OWNER/APPLICANT PLANNER ENGINEER SURVEYOR
'en ASHTON DALLAS RESIDENTIAL, L.L.C. DOWDEY ANDERSON & ASSOCIATES Q
3 b a 15851 DALLAS PARKWAY 5225 VILLAGE CREEK DRIVE m
°o SUITE 100, LB-104 SUITE 200
a ADDISON, TEXAS 75001 PLANO, TEXAS 75093
A A (972) 490-3255 EXT.126 (972) 931-0694 EXT.128 CONTACT: DAVID HOWELL CONTACT: MARDY BROWN
a
•p SEP. 27, 2001 SHEET I OF 2
7
Job No. 100-019
n ---,-~a--- _ '
8 ~ 21
"I LEXINGTON PARK
7 PHASE 2 21
LEXINGTON PARK
15 14 17 16 PHASE 1
6 21 20 19 18 21
26 25 24 23 22
y 30 29 28 27 32 31
~n2s 1124
d 5 r 1123 G " • 14 13 12 11 10 9 8 21
STREET D
7si~2
4 15 3
8 9 10 ii 12 13 14 4
5 6 7 i 2 1129 i 2 3 4 Q 11~ i
753 .751 ~ 17 1126
3 W 1oa3 ~ 082.• L .tabs ~ p
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1 ~ 23 22 20 ' 034• 1o7s F'
~ 107 j-`;I 107s N 15 1o t6o~i. Tou ~ ~1D;~ ~ t6 4 5 ~ ~ a s'
GRAPHIC SCALE
2 1 29,•1021 n 1 t 8 17 2 '•'.1 ~ 87{x, 1 3 6 ~-__10 2l0_ _ 4~p
' 'v1 t 10 1069 25 ~ 11 ~ 106 _ _ • -
26 a•~~ i t~ 1 ~$~4
1 4 100 i
28 406 q • 30 29 1as~ a~ u .
~ ' .1az 1063 os7 STREET "f" 052 7s7 cool loco osl ~ ~ .99s
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nsb y6 7e/ ' y 1040. 9 .991 ~ 763• X67 x,000.997. 96 1>'92 ~ 16 ua _ ~
9 642 76~'78a 1039 999 9e8 14 t 5 637 711 •'1'10 ~03a _
J as4. '~gg~ .1 • 778 7aD 9b7 976 IQ98 0~7 1096 1 1 1~ 77 • 7 779 764 . 86 97B
A° X819.1~6~ }a~"' 7 964 977 97~ • 26.~~ IS ~~79I190 083• i9eo ~ 975 .1095 5
956 re"" 6,{ • •.i M 982 ~ 973 974 960 8 t .8 B 3 767 192 O
959 957 624 ~20 ~g~ .972 fDT ~ •,955 94B 61 ~~~8845 t~ 2.95~~y 7 6 p 7 7 '7a9 •799 .971
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g as4 931~r 862 , •8(12 9 .1094 ,iot $ 4 931. • 9t°yz1 e91 a43 7 8
9 932 9~3 J 620 • BTSt '854 ~ ~ ~ 649 6 . 1a iro 861.. p ''~Sp 5 182 .1149 • .n2z
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907. 874 . 673 669 1103 X11 N 106 •z.
1107 0 19 •1121
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~ 901 899 1118 y 901 ~ •484 2 .1120 11~ .1155
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a D OWNER/APPLICANT PLANNER/ENGINEER/SURVEYOR n
~ 4 ASHTON DALLAS RESIDENTIAL, L.L.C. DOWDEY ANDERSON & ASSOCIATES
15851 DALLAS PARKWAY 5225 VILLAGE CREEK DRIVE
SUITE 100, LB-104 SUITE 200 m
7 'I p ADDISON, TEXAS 75001 PLANO, TEXAS 75093 '
(972) 490-3255 EXT.126 (972) 931-0694 EXT.128
II ~ CONTACT: DAVID HOWELL CONTACT: MARDY BROWN
J SEP. 27, 2001 SHEET 1 OF 2
J acm
a 5 Job No. 100-019
~ -
e
DIA in INCHES CANOPY DIA in INCHES NUMBER SPECIES NUMBER SPECIES CANOPY NUMBER OIA in INCHES CANOPY (approx)
(approx) (approx) a rox SPECIES. NUMBER DIA in INCHES SPECIES CANOPY NUMBER DIA in INCHES SPECIES CANOPY
( PP } a rox a rox ( PP ) (PP ) " 4 „ (approx) (approx) (approx)
(approx)
407 20 OAK REMOVE 8 4 9 OAK SAVED 945 18 OAK SAVED 1046 12" ELM REMOVE 1153 1T OAK REMOVE
4 17" OAK REMOVE 845 10 OAK 82 REMOVE 946 6 OAK SAVED 1047 7" OAK SAVED 1154 19'
OAK REMOVE
484 17" OAK REMOVE 846 9 OAK REMOVE " 947 7 -0AK SAVED 1048 6" OAK SAVED 1155 24" OAK REMOVE
" AK REMOVE 847 15 OAK- , 486 16 0 REMOVE 948 6 OAK SAVED 1049 7' OAK SAVED 1156
14" OAK REMOVE
487 24" OAK REMOVE 848 8 OAK REMOVE 949 9 OAK SAVED 1050 13" OAK REMOVE 1157 23" OAK REMOVE
488 19" OAK REMOVE 849 13" HACKBERRY REMOVE 950 " 7 OAK SAVED 1051 10" OAK REMOVE 1158 24" OAK REMOVE
489 19 SOAK REMOVE 850 18 OAK REMOVE 951 8" OAK AVE „ S D
750 16 OAK SAVED 851 15 ELM SAVED 952 7" OAK SAVED 1052 9" OAK REMOVE 1159 20" OAK REMOVE
" OAK SAVED 852 15 OAK SA 751 19 VED 953 10" OAK SAVED 1053 8" qAK SAVED _ 11R(1_
?A" ~rucv~r
" OAK SAVED 853 10" OAK 752 i6 SAVED 954 10 OAK SAVED
753 24" OAK SAVED 854 8" OAK SAVED .955 8" OAK SAVED
754 20" ~ OAK SAVED 855 8" .OAK SAVED "
956 6 OAK SAVED 755 12" OAK SAVED 856 11 OAK SAVED '
957 8 OAK SAVED 756 18" * ELM SAVED 857 11 OAK SAVED 958 6" OAK SAVED
757 25" OAK SAVED 858 12" OAK SAVED 95g "
6 OAK SAVED
758 6" ELM SAVED 859 9" OAK SAVED 960 7" OAK SAVED
759 8" OAK SAVED 860 12" OAK SAVED " 961 6 OAK SAVED
760 16" OAK SAVED 861 7 4AK SAVED 962 6 OAK SAVED
761 11" OAK SAVED 862 6 OAK SAVE D 963 7 OAK. SAVED
762 14" OAK SAVED 863 11" OAK SAVED 964 1 " „ 0 OAK SAVED
763 23 * OAK SAVED 864 11 OAK SAVED 965 9" OAK SAVED
764 10" OAK SAVED 865 9 OAK SAVED 966 11 OAK SAVED
765 9" OAK SAVED 866 11 OAK SAVED 967 12 OAK SAVED
" 867 17 OAK 766 7 OAK SAVED SAVED 968 9 OAK SAVED
767 16" .OAK SAVED 868 9 OAK SAVED 969 6" OAK SAVED r
768 11" OAK SAVED 869 8" ELM SAVED 970 19 OAK SAVED
769 8" OAK SAVED 870 6" ELM SAVED " 971 15 OAK SAVED
770 9" OAK SAVED 871 6 OAK SAVED 972 22" K V „ OA REMO E
771 9 OAK SAVED 872 6 OAK SAVED 973 17" OAK REMOVE
772 10" OAK SAVED 873 9 OAK SAVED „ 974 13 OAK REMOVE
773 9 OAK .SAVED 874 9 OAK SAVED 975 12" „ OAK REMOVE
774 10 OAK SAVED 875 9 OAK SAVED 976 20" OAK REMOVE
775 10" OAK SAVED 876 13 ELM SAVED 977 14 OAK REMOVE ~
776 12" OAK SAVED 877 8" OAK SAVED 978 20 OAK REMOVE
" AK SAVED 878 8 OAK 777 7 0 .SAVED 979 12" OAK REMOVE
778 14" OAK SAVED 879 6" OAK SAVED 980 "
8 OAK REMOVE 779 10 OAK REMOVE 880 8 OAK SAVED 981 16 OAK REMOVE
780 14" OAK REMOVE 881 7 OAK
SAVED 982 15 OAK REMOVE
7$1 13" OAK REMOVE 882 11 OAK SAVED „ 983 14 OAK REMOVE
782 6 OAK REMOVE 883 7 OAK SAVED 984 „ 9 OAK REMOVE
783 14 OAK REMOVE 884 6 OAK SAVED 985 14" OAK REMOVE
784 13" OAK REMOVE 885 10 OAK SAVED 986 11 OAK REMOVE
7 11" OAK REMOVE 886 12" OAK 85 SAVED 987 13 OAK REMOVE
786 13" OAK SAVED 887 9 OAK SAVE " D 988 17 -OAK REMOVE y~
787 10" OAK SAVED 888 10 OAK SAVED 989 13" OAK REMOVE
788 10" OAK SAVED 889 9 OAK SAVED gg * 0 17 OAK SAVED
789 24" * OAK SAVED 890 10" OAK SAVED 991 18 OD,rf SAVED ti.t
790 10" OAK REMOVE 891. 10" OAK SAVED 992 7 OAK SAVED
791 16" ELM REMOVE 892 6' OAK SAVED 993 17 OAK REMOVE
.792 16" * .OAK REMOVE 893 7" OAK SAV ED 994 12 OAK REMOVE
793 6" OAK SAVED 894 OAK SAVED 995 " f
~ 12 OAK REMOVE 794 6" OAK SAVED 895 9" OAK SAVED 996 12" OAK SAVED
795. 15 * OAK SAVED 896 6 OAK SAVED 997 11 OAK SAVED
796 12" OAK SAVED 897 9 OAK SAVED 998 10" OAK „ REMOVE
.797 11 OAK REMOVE 898 7 OAK SAVED 999 14" OAK SAVED
798 12" OAK REMOVE 899. 8" OAK SAVED " „ 1000 11 OAK SAVED
799 15 OAK- REMOVE 900 9 OAK SAVED 1001 " " 19 OAK REMOVE r
~
800 17 OAK REMOVE 901 9 OAK SAVED 1002 1 "
„ 0 ELM SAVED 801 12 OAK REMOVE 902 10 OAK SAVED 1003 10" ELM SAVE
„ D 802 14" OAK REMOVE 903 7 OAK SAVED 1004 14" ELM V
„ SA ED 803 11 OAK -SAVED 904 8 OAK SAVED 1005 6" ELM. R M
E OVE 804 15" OAK SAVED 905 13 OAK SAVED "
1006 7 OAK REMOVE 805 6" OAK SAVED 906 11 OAK SAVED
1007 6 OAK REMOVE 806 6" OAK. SAVED 907 10' OAK SAVED 1008. 6" OAK i
REMOVE
-807 6 OAK SAVED 908 10 OAK SAVED 1009 10' * ELM R EMOVE
808 8" 4AK SAVED 909 11" OAK SAVED 1010 7" ELM REMOVE
809 6" OAK SAVED 910 9" ELM SAVED 1011 g" „ ELM REMOVE
$10 10 * OAK SAVED 911 6 OAK SAVED 1012 6 ELM R M V EOE
811 6" OAK. SAVED 912 7 OAK SAVED 1013 6 ELM REMOVE
812 11" OAK SAVED 913 6" OAK SAVED " 1014 10 ELM REMOVE
813 10" OAK SAVED 914 8 OAK SAVED 1015 7 OAK REMOVE L - -
814 6" OAK SAVED 915 7 OAK SAVED 1016 6 OAK REMOVE
815 OAK SAVED 916 OAK SAVED 1417 7 OAK REMOVE
816 6" OAK SAVED 917 8 OAK SAVED 1018 „ 8 OAK REMOVE
817 13 * OAK SAVED 918 9 OAK SAVED 1019 " ~ 6 OAK REMOVE ~1
~ 818 12 * OAK SAVED 919. 12 OAK SAVED 1020 8" OAK REMOVE
7" OAK SAVED 920 11 OAK 819 SAVED 1021 8 OAK REMOVE
y 820 6" OAK SAVED 921 8 OAK SA VED ..1022 7 OAK REMOVE ~y~_ ~ .r r
~ 821 8" OAK SAVED 922 9 OAK SAVED 1023 6 OAK REMOVE
$22 6 OAK SAVED 923 7 OAK SAVED 1024 11 OAK REMOVE
8 3 12" * OAK SAVED 924 6' OAK 2 SAVED 1025 14 * OAK REMOVE
~ 824 8 OAK SAVED 925 11 OAK SAVED 1026 16' * OAK R MOV
E E 8 5 8" OAK SAVED 926 6 OAK SAV 3 2 ED 1027 9 OAK REMOVE
~ $26 6" OAK SAVED. 927 9 OAK SAVE
D 1028. 8 OAK REMOVE ~ 827. 11 * OAK SAVED 928 6 OAK SAVED *
a 1029 20 OAK REMOVE 82$ 7 OAK SAVED 929 11 OAK .SAVED 1030 10"
„ OAK REMOVE 829 10 OAK SAVED 930 11 OAK SAVED " S±
i; 1031 13 OAK REMOVE 830 6 OAK SAVED 931. 7 OAK SAVED 1032 7 OAK SAVED
" K SAVED 932 8 ~
~ 831 10 OA OAK SAVED 1033 13 OAK SAVED
a 832 7" OAK SAVED 933 9" OAK SAVED " „ 1034 6 OAK .SAVED } i
' ; 833 16 * -OAK SAVED 934 9 OAK SAVED 1035 9 OAK SAVED ~ * l
I
834 16 OAK SAVED 935 7 OAK SAVED 1036 " 6 OAK SAVED
~ 835 8 OAK SAVED 936 7 OAK SAVED 1037 " 3 12 OAK SAVED
b 836 9 OAK SAVED 937 7 OAK SAVED 1038 1 " „ 9 HACKBERRY REMOVE
837 7 OAK SAVED 938 8 OAK SAVED 1039 12" ELM SAVED '
838 13 * OAK SAVED 7 OAK SAVED 1040 20 n~mvY1. r•.,rv•l.r'.vItr/• IVIV
" „ OAK REMOVE 39 6 OAK SAVED 940 7#* OAK SAVED 1041 1610 Cl 0 1147 7" ELM
REMOVE CITY OF DENTON, DENTON COUNTY, TEXAS
1 16 OAK REMOVE 840 7" OAK SAVED 941 6" OAK „ SAVED 1042 16'0 OAK
SAVED 1148 7 ELM REMOVE OWNER/APPLICANT PLANNER/ENGINEER/SURVEYOR q
* 3 841 7 OAK SAVED 942 17 OAK SAVED 1043 1 " 1149 21 OAK REMOVE
„ 9 OAK REMOVE 842 7" OAK SAVED 943 11 9 OAK 1150 21 OAK REMOVE ASHTON DALLAS
RESIDENTIAL, L.L.C. DOWDEY ANDERSON & ASSOCIATES
SAVED 1044 14„ OAK REMOVE Co 843 8 OAK SAVED 944 6" OAK 1151 24" OAK REMOVE
15851 DALLAS PARKWAY 5225 VILLAGE CREEK DRIVE SUITE 100, LB-104 SUITE 200
o SAVED 1045 7" ELM SAVED 1152 18" 11 ELM REMOVE ADDISON, TEXAS 75001 PLANO, TEXAS 75093 `
Q (972) 490-3255 EXT.126 (972) 931-0694 EXT.128
CONTACT: DAVID HOWELL CONTACT: MARDY BROWN
SEP. 27, 2001 SHEET 2 OF 2 j
Job No. 100-019